装配式斜支撑节点钢框架弹塑性动力时程分析
doi: 10.13204/j.gyjz201510001
NONLINEAR DYNAMIC ELASTO-PLASTIC TIME HISTORY ANALYSIS OF PREFABRICATED STEEL FRAME STRUCTURE WITH INCLINED SUPPORT JOINTS
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摘要: 装配式钢结构采用工厂化的生产和模块化的安装,具有很高的施工效率,该结构体系不同于传统的钢框架,其地震作用下的动力性能尚待研究。对装配式斜支撑节点钢框架和装配式无支撑节点钢框架进行7度罕遇地震作用下的弹塑性动力时程分析,结果表明:斜支撑节点使结构整体刚度大幅提高,在7度罕遇地震作用下结构变形显著减小,在人工波作用下,结构顶点位移最大值减小达56.6%,层间位移角最大值减小达61.3%,塑性铰大部分出现在桁架梁腹杆部位,立柱处于弹性阶段。Abstract: The prefabricated steel structure is highly efficient in construction because of its industrial production and modular installation. The structure is different from the traditional steel frame and its dynamic behavior under earthquake needs. The elasto-plastic dynamic time history analysis was conducted for the prefabricated steel frame structure with and without inclined support joints under 7 degree earthquake. The results showed that the overall stiffness of structure increased greatly because of the inclined support joints and the deformation was reduced obviously under the 7 degree earthquake and the top maximum displacement of the structure was reduced by 56. 6% while the maximum interlayer displacement angle was reduced by 61. 3% under artificial waves,most of the plastic hinge appeared in the webs of the truss girder and the columns were in elastic stage.
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Key words:
- prefabricated /
- steel frame /
- elasto-plastic /
- dynamic time history analysis
期刊类型引用(7)
1. 刘建飞,安毅,程欣,雷宏刚. 斜撑对方钢管柱-桁架梁节点抗震性能影响试验. 哈尔滨工业大学学报. 2024(10): 59-68 . 百度学术
2. 曹远征,刘秀丽,卢扬. 不同节点形式钢框架受力性能研究进展. 建筑钢结构进展. 2022(02): 22-39 . 百度学术
3. 刘学春,任旭,詹欣欣,张艳霞. 一种盒子式模块化装配式钢结构房屋梁柱节点受力性能分析. 工业建筑. 2018(05): 62-69 . 本站查看
4. 刘学春,商子轩,张冬洁,徐路,崔小雄,和心宁. 装配式多高层钢结构研究要点与现状分析. 工业建筑. 2018(05): 1-10 . 本站查看
5. 刘学春,和心宁,张爱林,王鹤翔,詹欣欣,徐路. 拉-弯-剪组合作用下法兰连接方钢管柱受力性能研究. 建筑结构学报. 2018(06): 69-80 . 百度学术
6. 叶全喜,薛炳勇,朱林,孙晓勇,李世凯,王国青. 装配式高层钢结构体系研究综述. 河北水利电力学院学报. 2018(04): 13-18 . 百度学术
7. 王振辉. 高层装配式斜支撑钢框架结构设计探讨. 江西建材. 2016(06): 36+38 . 百度学术
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